Dam Search Results
- Reservoir Capacity: 18 m3x106
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
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| Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
| Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
| Pirika | Japan | Hokkaido Development Bureau | F H I | Shirobeshit-oshibetsu | 18 | 10/82 | - /88 | - /89 | 10/91 | 40 | 755 | 163 | 360 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) |
| Shapai [A] | China | Sichuan Minjiang Hydropower Co. Ltd. | H | Caopohe | 18 | 06/97 | 03/00 | 05/02 | 04/03 | 132 | 230 | 380 | 392 | V 0.10 | (3') | 0.21 | (3) | crest 0.21 | (1) | 300 | 300 | 108 89 | 72 89 | (F) |
| Guaporé | Brazil | Tangará Energia S/A | H | Guaporé | 18 | - /00 | - /01 | - /02 | - /03 | 32 | 152 | 43 | ||||||||||||
| Saf-Saf [H-F] | Algeria | ANBT (Agence Nationale des Barrages et Transfert) | F I W | Saf-Saf | 18 | 03/06 | - /08 | 10/09 | 03/11 | 36 | 270 | 120 | 175 | 0.70 | (12) | 0.70 | (7) | 0.70 | (12) | 300 | 300 | 120 | 0 | (-) |
| Piedade | Brazil | Piedade Usina Geradora de Energia S.A | H | Piedade | 18 | - /06 | - /08 | - /09 | 08/10 | 30 | 397 | |||||||||||||
| Şirnak | Turkey | DSI - State Hydraulic Works | H | Ortasui | 18 | - /08 | 11/09 | 08/10 | 09/10 | 67 | 198 | 157 | 231 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 600 | 125 | 0 | (-) |
| El Puente de Santolea | Spain | Acua Ebro | I | Guadalope | 18 | - /09 | 04/10 | 02/11 | 03/11 | 35 | 203 | 65 | 70 | 0.20 | (3')* | 0.60 | (3')* | 0.60 | (3')* | 300 | 300 | 65 | 153 | (F) |
| Boa Sorte | Brazil | Boa Sorte Energética S/A | H | Tijucas | 18 | - /07 | - /09 | - /11 | - /12 | 26 | ||||||||||||||
| Gökkaya | Turkey | MEM Enerji Elektrik Üretim Sanayi ve Ticaret A.Ş | H | Göksu | 18 | 02/10 | 07/10 | 05/12 | 07/12 | 69 | 118 | 96 | 122 | 0.067 | (1) | 0.80 | (1) | 0.80 | (11) | 300 | 300 | 55 | 55 | (F) |
| Retiro | Brazil | CTG Brasil | H | Sapucai | 18 | - /10 | - /11 | - /12 | 07/13 | 15 | 482 | |||||||||||||
| Ulu Jelai/Susu | Malaysia | Tenaga Nasional Berhad (TNB) | H | Bertam, Telom and Lemoi | 18 | 03/11 | 03/14 | 09/15 | 07/16 | 90 | 513 | 731 | 747 | V | (4') | 0.80 | (3')* | 0.80 | (1)* | 400 | 2400 | 100 95 | 0 0 | (-) |
| Bouzina | Algeria | ANBT (Agence Nationale des Barrages et Transferts) | I W | 18 | - /14 | 02/18 | 07/19 | 01/23 | 77 | 177 | 250 | 330 | V | (1) | 0.89 | (1)* | 0.89 | (12) | 300 | 300 | 110 77 | 0 33 | (F) | |
| Yangjiang PSP - Upper dam | China | China Southern Power Grid Co. | H | Moyang | 18 | 01/17 | - /19 | 11/21 | 06/22 | 101 | 477 | 652 | 300 | 6000 | ||||||||||
| Batang Toru | Indonesia | PT. North Sumatra Hydro Energy | H | Batang Toru | 18 | 10/21 | 07/23 | 03/25 | - /26 | 79 | 137 | 500 | 300 | 2000 | ||||||||||
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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
Details
Country: Japan
Owner: Hokkaido Development Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Shirobeshit-oshibetsu
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 10/82
Start of RCC: 10/82
End of RCC: -/89
End of Project: 10/91
Specifications
Height: 40 metres
Length: 755 metres
Volume of RCC: 163 m3x103
Total volume: 360 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |

Details
Country: China
Owner: Sichuan Minjiang Hydropower Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Caopohe
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 06/97
Start of RCC: 06/97
End of RCC: 05/02
End of Project: 04/03
Specifications
Height: 132 metres
Length: 230 metres
Volume of RCC: 380 m3x103
Total volume: 392 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.21 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| crest | Traditional concrete against formwork |
| 0.21 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 108 |
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 72 | Low-lime flyash (ASTM Class F) |
| 89 |

Details
Country: Brazil
Owner: Tangará Energia S/A
Type: Gravity
Purpose(s): Hydropower
River: Guaporé
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 32 metres
Length: 152 metres
Volume of RCC: -
Total volume: 43 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Algeria
Owner: ANBT (Agence Nationale des Barrages et Transfert)
Type: Hardfill
Purpose(s): Flood Control / Irrigation / Water Supply
River: Saf-Saf
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 03/06
Start of RCC: 03/06
End of RCC: 10/09
End of Project: 03/11
Specifications
Height: 36 metres
Length: 270 metres
Volume of RCC: 120 m3x103
Total volume: 175 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Brazil
Owner: Piedade Usina Geradora de Energia S.A
Type: Gravity
Purpose(s): Hydropower
River: Piedade
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: 08/10
Specifications
Height: 30 metres
Length: 397 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower
River: Ortasui
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 08/10
End of Project: 09/10
Specifications
Height: 67 metres
Length: 198 metres
Volume of RCC: 157 m3x103
Total volume: 231 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 125 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Spain
Owner: Acua Ebro
Type: Gravity
Purpose(s): Irrigation
River: Guadalope
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 02/11
End of Project: 03/11
Specifications
Height: 35 metres
Length: 203 metres
Volume of RCC: 65 m3x103
Total volume: 70 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 153 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: Boa Sorte Energética S/A
Type: Gravity
Purpose(s): Hydropower
River: Tijucas
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 26 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Turkey
Owner: MEM Enerji Elektrik Üretim Sanayi ve Ticaret A.Ş
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 02/10
Start of RCC: 02/10
End of RCC: 05/12
End of Project: 07/12
Specifications
Height: 69 metres
Length: 118 metres
Volume of RCC: 96 m3x103
Total volume: 122 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.067 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast before RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 55 | Low-lime flyash (ASTM Class F) |

Details
Country: Brazil
Owner: CTG Brasil
Type: Gravity
Purpose(s): Hydropower
River: Sapucai
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: 07/13
Specifications
Height: 15 metres
Length: 482 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Malaysia
Owner: Tenaga Nasional Berhad (TNB)
Type: Gravity
Purpose(s): Hydropower
River: Bertam, Telom and Lemoi
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 03/11
Start of RCC: 03/11
End of RCC: 09/15
End of Project: 07/16
Specifications
Height: 90 metres
Length: 513 metres
Volume of RCC: 731 m3x103
Total volume: 747 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 2400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |

Details
Country: Algeria
Owner: ANBT (Agence Nationale des Barrages et Transferts)
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: -
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: 07/19
End of Project: 01/23
Specifications
Height: 77 metres
Length: 177 metres
Volume of RCC: 250 m3x103
Total volume: 330 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.89 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.89 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 110 |
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | Low-lime flyash (ASTM Class F) |
| 33 |

Details
Country: China
Owner: China Southern Power Grid Co.
Type: Gravity
Purpose(s): Hydropower
River: Moyang
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 01/17
Start of RCC: 01/17
End of RCC: 11/21
End of Project: 06/22
Specifications
Height: 101 metres
Length: 477 metres
Volume of RCC: -
Total volume: 652 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 6000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

Details
Country: Indonesia
Owner: PT. North Sumatra Hydro Energy
Type: Gravity
Purpose(s): Hydropower
River: Batang Toru
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 10/21
Start of RCC: 10/21
End of RCC: 03/25
End of Project: -/26
Specifications
Height: 79 metres
Length: 137 metres
Volume of RCC: -
Total volume: 500 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 2000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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